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<br /> Table 2, Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br /> Cross Section Distance! (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> West Toll Gate
<br /> Creek
<br /> AB 19,824 800 2,450 4.4 5,409.8 5,409.8 5,409.8 0.0
<br /> AC 21,044 510 3,390 5,0 5,413.6 5,413.6 5,413.6 0.0
<br /> AD 23,184 740 2,730 5.6 5,422.8 5,422.8 5,422,8 0,0
<br /> AE 23,594 1,110 5,110 3.0 5,427.0 5,427.0 5,427.3 0.3
<br /> AF 24,654 430 2,620 5.8 5,430.5 5,430.5 5,430.5 0,0
<br /> AG 26,274 860 2,373 6,4 5,441.1 5,441.1 5,441.1 0.0
<br />'"
<br />0 AH 31,950 142 1,372 11.1 5,472.5 5,472,5 5,472.5 0.0
<br /> A'I' ' 32TUl5 152, , ,..1,0,8.0 14,.1 5.,4, 71. 9 , ,!5J ,4, 7],.,9 5,471,9 0.0
<br /> AJ 32,495 220 1,662 9.1 5,475.5 5,475.5 5,475.5 0.0
<br /> AK 33,800 223 1,627 9.3 5,478.3 5,478.3 5,478.3 0.0
<br /> AL 35,202 234 1,886 8.1 5,481.5 5,481.5 5,481.5 0.0
<br /> AM 35,445 119 1,101 13.8 5,481. 8 5,481.8 5,481. 8 0.0
<br /> AN 35,491 235 2,350 6.5 5,489.0 5,489.0 5,489.0 0.0
<br /> AO 35,927 441 2,692 5.6 5,489.7 5,489.7 5,489.7 0.0
<br /> AP 36,310 826 3,109 4.9 5,501.3 5,501. 3 5,501.3 0.0
<br /> All 36,877 628 3,025 5.0 5,503.8 5,503.8 5,503.8 0.0
<br /> AR 39,045 330 1,367 10.8 5,511.2 5,511.2 5,511.2 0.0
<br /> AS 39,875 250 1,966 7.4 5,515.8 5,515,8 5,515,9 0.1
<br /> AT 40,150 280 1,476 10.0 5,515.9 5,515,9 5,516.2 0.3
<br /> AU 40,750 294 1,736 8,5 5,520.2 5,520.2 5,520.2 0.0
<br /> AV 41,270 251 1,470 9.8 5,521.8 5,521.8 5,522.0 0.2
<br /> AW 41,930 258 1,194 9.4 5,526.0 5,526.0 5,526.0 0.0
<br /> AX 42,415 142 881 12.7 5,529.0 5,529.0 5,529.0 0.0
<br /> AY 42,655 158 763 14.7 531. 5 531.5 531. 5 0.0
<br /> AZ 43,905 284 881 12.7 535.9 535.9 535.9 0.0
<br /> 1Feet Above Confluence With Sand Creek
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